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contributor authorJohn F. Walker
date accessioned2017-05-08T20:41:56Z
date available2017-05-08T20:41:56Z
date copyrightNovember 1994
date issued1994
identifier other%28asce%290733-9429%281994%29120%3A11%281327%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23893
description abstractComplete vertical velocity profiles were measured at 13 streamflow‐gaging stations across the northern United States to evaluate streamflow‐velocity adjustment coefficients and discharge‐measurement procedures under an ice cover. Adjustment coefficients at several common vertical positions varied significantly from station to station and from measurement to measurement at some stations. The ice‐cover roughness was the primary factor affecting the profiles at most stations. Several discharge‐measurement procedures were developed using one‐half of the data collected, and the accuracy of the procedures were evaluated using the other half of the data. The relative error for each method was computed by comparing estimated discharge to discharge computed using complete vertical‐profile information. Two procedures—a one‐point method with velocity measured at
publisherAmerican Society of Civil Engineers
titleMethods for Measuring Discharge under Ice Cover
typeJournal Paper
journal volume120
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1994)120:11(1327)
treeJournal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 011
contenttypeFulltext


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